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Nail Withdrawal Capacity

The nail withdrawal resistance from CSA O86 12.9.4.2 is compared to the force on a nail derived from the component Component and Cladding (C&C) end zone and interior zone wind loads on the wall, using the panel interior (field) nail spacing. The generated or user-input C&C loads are internally adjusted by 1.4 before being compared to the factored resistances.

See Also

Design Provisions

Shear Wall Design

Hold-down Effect Factor Jhd

Maximum Percentage Gypsum Wallboard

Out-of-plane Bending Capacity for Component and Cladding Wind Loads

Height-to-width Ratio

Irregularity Analysis

Mid-rise Wood Construction